11-1035-0052 #5 DOWELS x3' -0"
NEW CONC. TIE BEAM.
SEE PLANS
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NEW 8" CBS BLOCK
WALL
TC -1, SEE SCHEDULE.
3 #5 DOWELS x T -0"
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NEW. FTG.
DRILL %'0 HOLES x 4 3/2"
DEEP & FILL W/ EPDXY
GROUT.
EXIST. CONC. TB.
4 r
#3 DOWELS @ 24" c%.
d DRILL 1/2" —HOLES x 4"
DEEP & FILL W/ EPDXY
GROUT.
4'
EXIST BLOCK
WALL
DRILL 3/4" 0 HOLES x 8"
DEEP & FILL WITH
EPDXY GROUT
DRILL 3/" O HOLES x 4 Y2"
4 DEEP & FILL W/ EPDXY
GROUT.
I
EXIST. CONC. FTG.
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EXIST. FTG.
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SEE PLAN
TYP. WALL FOOTING
CORNER DETAIL.
SCALE: 3/4 " =V -0"
LEGEND:
- - - -- - DENOTES OUTLINE OF EXISTING FOOTING.
DENOTES OUTLINE OF EXISTING WALL.
DENOTES OUTLINE OF NEW CONC. SLAB.
DENOTES NEW FOOTIN SEE SCHEDULE FOR REINFORCEMENT.
DENOTES NEW 145 VERTICAL IN BLOCK CELL FILLED WITH CONC.
- GROUT, TYPICALLY WHERE SHOWN.
TC DENOTES NEW CONCRETE COLUMN, SEE SCHEDULE ON SHEET S -1.0
3 #5 F.C. AT CORNER
HORIZONTAL REINFORCING
MUST FULLY OVERLAP AT
CORNER
CORNER FILLED
CELLS DETAIL
SCALE: 3/4 "= V -0"
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- 1 #5 F.C. AT
MASONRY JAMB,
L
55' -0"
p
PARTIAL FOUNDATION PLAN NORTH
SCALE: 1/4 " =1' -0"
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DWG. TITLE
FOUNDATION
PLAN
1. FOR GENERAL NOTES, REFER TO SHEET S -1.0
2. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS AND /OR F OUNDATIONS BELOW.
3. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE NOTED.
4. COORDINATE ALL ROOF SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
5. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
6. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS.
LL7. TOP OF NEW FOOTING SHALL BE V -0" UNDERGROUND LEVEL.
►END
SOIL STATEMENT.
PLEASE BE ADVISED THAT THE UNDERSIGNED HAS PERFORMED A VISUAL INSPECTION OF THE SOILS UNDERNEATH THE PROPOSED FOUNDATIONS
AND SAID FOUNDATIONS WILL BEAR IN CORAL ROCK. BASED ON OUR OBSERVATIONS, IT IS OUR OPINION THAT THE EXISTING SOILS WILL SAFELY
SUPPORT THE ASSUMED SOIL BEARING CAPACITY OF 2000 PSF.